yell01026_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2025.09.10 14:35:21 -07'00'

See sheet S.2 for structures section index

:4

A

M

S e p te m b e r

S

H E

E T

I N

D E

X c p w w o r k w f l\ d \y e ll p ln g e n .d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

WY NPS YELL 10(26) A.2

NPS Drwg No. 101/188422 NPS PMIS No. 305864

WY NPS YELL 10(26)

BH TP

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

NO SCALE

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

ABBREVIATIONS

PLAN SYMBOLS AND

101-1W

FP-14

6/2022

WFLHD DETAIL

:1

S e p te m b e r

D e t W

-1 p w w o rk w fl \d

\W

-1

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

A.3

N

SCALE IN MILES

1 1

BEGIN PROJECT

END PROJECT

stockpile area

Staging and

Peak

Bunsen

Everts

Mount

Entrance Road

Temporary North

Closed to through traffic stockpile area

Staging and

W e s t Y e llo w s to n e , M

T

M ile s

Cooke City, MT

±35 Miles

G a rd in e r, M T

M il e s

"MAIN 01" 871+71.84

"MAIN 01" 855+00

MAMMOTH

MONTANA

WYOMING

Lava

Creek

G a rd n e r

R iv e r

Gl en

Creek

G a rd n e r

R iv e r

Rescue

Creek

B la c k ta il

Deer

C re e k

UNDINE FALLS

WRAITH FALLS

P L A T E A U

B L A C K T A I L D E E R

N A T I O N A L P A R K

Y E L L O W S T O N E

R

W R

W

R

W R

W

:4

P

A u g u s t

V ic in it y M a p p w w o rk w fl \d

\y e ll p ln g e n -4

.d g n

VICINITY MAP

PROJECT

A.4

NPS PMIS No. 305864 NPS Drwg No. 101/188422

Sheet and Description

D F L N O S

PLAN AND

PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

UTILITIES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

STRUCTURES

BID

SCHEDULE

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2147 253 2400

A0140 20101-0000 CLEARING AND GRUBBING ACRE 0.1 0.1 0.2

A0160 20301-0700 REMOVAL OF DELINEATOR EACH 4 4

A0180 20301-2400 REMOVAL OF SIGN EACH 1 1

A0200 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 839 21 860

A0220 20401-0000 ROADWAY EXCAVATION CUYD 520 50 570

A0240 20402-0000 SUBEXCAVATION CUYD 60 5 65

A0260 20410-0000 SELECT BORROW CUYD 60 5 65

A0280 20703-1100 GEOTEXTILE FILTER, CLASS 1, WOVEN SQYD 96 9 105

A0300 20704-2000 GEOGRID, STABILIZATION SQYD 212 13 225

A0320 30103-2000 AGGREGATE BASE GRADING D CUYD 241 19 260

A0340 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 17 3 20

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 203 7 210

A0380 41202-0000 TACK COAT,(GRADE CSS-1, CSS-1H, SS-1 OR SS-1H) GAL 64 6 70

A0400 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE),(APPROACH SPANS) CUYD 160 160 Contract Quantity, A0420 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE),(GUARDWALL) CUYD 172 172 Contract Quantity, A0440 55236-0000 EXPANSION JOINT REPAIR,(REPLACE APPROACH JOINTS & REPAIR TOWER JOINTS) LPSM ALL

A0460 55501-0000 STRUCTURAL STEEL,(MISC. REPAIR OF STRUCTURAL STEEL AND BRIDGE RAIL) LPSM ALL

A0480 55720-0000 REPAIR STRUCTURAL TIMBER AND LUMBER,(CATWALK) LPSM ALL

A0500 56202-0000 TEMPORARY SUPPORT STRUCTURE LPSM ALL

A0520 56202-0000 TEMPORARY SUPPORT STRUCTURE,(TEMPORARY ACCESS) LPSM ALL

A0540 56301-2000 COATING, STEEL STRUCTURE LPSM ALL

A0560 56320-0000 CONTAINMENT SYSTEM AND WORKER PROTECTION PLAN,(LEAD PAINT) LPSM ALL

A0580 57203-0000 REPAIR CONCRETE,(CFRP REPAIR) LPSM ALL

A0600 57203-0000 REPAIR CONCRETE,(CRACK REPAIR BY EPOXY INJECTION) LPSM ALL

A0620 57203-0000 REPAIR CONCRETE,(PORTAL BREASTWALL) LPSM ALL

A0640 57901-0000 MINOR BRIDGE WORK,(THIN EPOXY OVERLAY (SEAL CONCRETE DECK)) LPSM ALL

A0660 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0680 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH

WIDTH,(4-WHEEL DRIVE) HOUR 20

A0700 62301-0000 GENERAL LABOR HOUR 40

A0720 62304-0000 SPECIAL LABOR,(BIOLOGICAL SERVICES) DAY 272

A0740 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH SQYD 380 40 420

A0760 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.1 0.1 0.2

A0780 63301-1000 SIGN SYSTEM, GOVERNMENT-FURNISHED SIGN,(WOOD PANEL) EACH 2 2

PAY ITEM

NUMBER

LINE

ITEM

NO.

C

U se rs \e d w ar d .p lu m b \D es kt op \G ar d in er R iv er

H ig h B ri d g e\

-1

P

LA

N A

S S E M

B

LY

G

R H

B m w -s u m m ar y-q u an ti ti es

.x ls m ]S h ee t -S ep -2

:5 A

M

A M E N D

SUMMARY OF QUANTITIES

Milestone: Final Date Completed: 9/25/25 Reporte Date: 09/25/2025

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1WY NPS YELL 10(26)

Sheet and Description

D F L N O S

PLAN AND

PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

UTILITIES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

STRUCTURES

BID

SCHEDULE

A0800 63316-1000 REMOVE AND RESET SIGN SYSTEM EACH 2 2

A0820 63318-0000 SNOW POLE HOLDER EACH 14 14

A0840 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(WHITE) LNFT 5087 123 5210

A0860 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(YELLOW) LNFT 5084 126 5210

A0880 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0900 63610-2800 CONDUIT, 4-INCH, PVC LNFT 80 10 90

A0920 63610-2900 CONDUIT, 4-INCH, RIGID GALVANIZED STEEL LNFT 200 30 230

A0940 63621-1000 UTILITY BOX, PULLBOX,(BRIDGE BOX, STAINLESS STEEL) EACH 2 2

A0960 63621-1000 UTILITY BOX, PULLBOX,(GROUND BOX, CONCRETE) EACH 6 6

-S ep -2

:5 A

M

Milestone: Final Date Completed: 9/25/25 Reporte Date: 09/25/2025

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT ALLOWANCE

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

C

U se rs \e d w ar d .p lu m b \D es kt op \G ar d in er R iv er

H ig h B ri d g e\

-1

P

LA

N A

S S E M

B

LY

G

R H

B m w -s u m m ar y-q u an ti ti es

.x ls m ]S h ee t (2

SUMMARY OF QUANTITIES

A M E N D

LINE

ITEM

NO.

PROJECT

B.2WY NPS YELL 10(26)

LC

bridge abutment)

(match existing at

Profile grade typ. (See Section S for details)

Structural Concrete, Class D(AE) (Guardwall);

Subgrade

Section S for details)

Pedestrian railing (see

Section S for details)

Pedestrian railing (see typ. (See Section S for details)

Structural Concrete, Class D(AE) (Guardwall);

for details)

(Guardwall); typ. (See Section S

Structural Concrete, Class D(AE) ground

Existing

4-inch compacted depth.

Roadway Aggregate, Method 2;

compacted depth.

Method 2; 4-inch

Roadway Aggregate, ground

Existing ground

Existing ground

Existing ground

Existing ground

Existing with tack coat between lifts

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1, typ. (See Section S for details)

Structural Concrete, Class D(AE) (Guardwall);

8-inch compacted depth

Aggregate Base Grading D;[4]

[4]

[4]

[5]

[5]

[5]

NO SCALE

FOOTNOTES:

4. Uppermost partial sections are road transitions.

3. See wall details, Section S, for wall height transitions.

2. Match Existing road cross slopes at 856+70.50 and 869+41.36

1. Mirror cut/fill slopes as needed to match field conditions.

[1] Left lane cross slope transitions from existing (approximately -2.6%) at 856+70.50 to -1.0% at 858+55.85

Left lane cross slope transitions from -1.00% at 868+16.92 to existing (approximately -2.9%) at 869+41.36

[2]Right lane cross slope transitions from existing ( approximately -4.5%) at 856+70.50 to -1.00% at 858+55.85

Right lane cross slope transitions from -1.00% at 868+16.92 to existing (approximately -2.1%) at 869+41.36

NOTES: 868+19.42 to 868+45.00

858+26.31 to 858+53.65

2.0' Shoulder

2.0' Shoulder

-1%-1%

1.92'

2-inch depth, conserved topsoil, Placing li m it s s ta k e

S lo p e

Traveled lane

10.5'

Traveled lane

10.5'

[3] varies

[3 va rie s li m it s s ta k e

S lo p e topsoil, 2-inch depth Placing conserved

1.92'

"MAIN 01"

1.92' va rie s li m it s s ta k e

S lo p e topsoil, 2-inch depth Placing conserved varies

C o n s tr u c ti o n l im it s

5' typ.

C o n s tr u c ti o n l im it s

5' typ.

C o n s tr u c ti o n l im it s

5' typ.

2-inch depth topsoil, conserved Placing li m it s s ta k e

S lo e

C o n s tr u c ti o n l im it s

5' typ.

869+21.91 to 869+41.36

856+70.50 to 858+01.44 width varies Widening, 5.92' to 2.00' var ies li m it s s ta k e

S lo p e

868+71+92 to 869+41.36

856+70.50 to 857+50.62 width varies Widening, 5.92' to 2.00' li m it s s ta k e

S lo p e

C o n s tr u c ti o n l im it s

5' typ.

C o n s tr u c ti o n l im it s

5' typ. topsoil, 2-inch depth Placing conserved

2-inch depth, conserved topsoil, Placing

868+45.00 to 868+71.92

857+50.62 to 858+26.31

868+45.00 to 869+21.91

858+01.44 to 858+26.31

[1] [2]

[1] varies [1] varies[2]

1.92' varies[2] width varies Widening, 0.00' to 4.00' width varies Widening, 0.00' to 4.00'

See also physical data for slope-stake limits staking notes.

Slope varies by station, see cross-sections for more detailed information.

[4] See Sheet C.4 for cut slope rounding details

[5] See Sheet C.4 for fill slope rounding details

12"

12"

12"

:0

S e p te m b e r

T y p ic a l

O p t F p w w o r k w f l\ d \y e ll ty p .d g n

ROADWAY TYPICAL SECTIONS

PROJECT

C.1

LC

bridge abutment)

(match existing at

Profile grade typ. (See Section S for details)

Structural Concrete, Class D(AE) (Guardwall);

Subgrade

Section S for details)

Pedestrian railing (see

Section S for details)

Pedestrian railing (see ground

Existing ground

Existing typ. (See Section S for details)

Structural Concrete, Class D(AE) (Guardwall);

[4] [5]

See Deep Patch Repair detail, Sheet C.3 with tack coat between lifts

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1, see Sheet C.3 variable compacted depth;

Aggregate Base Grading D;

868+06.92 to 868+19.42

858+53.65 to 858+66.15 and

2.0' Shoulder

2.0' Shoulder

-1%-1%

1.92'

2-inch depth, conserved topsoil, Placing li m it s s ta k e

S lo p e

Traveled lane

10.5'

Traveled lane

10.5' va rie s li m it s s ta k e

S lo p e topsoil, 2-inch depth Placing conserved

1.92'

"MAIN 01" APPROACHES

C o n s tr u c ti o n l im it s

5' typ.

C o n s tr u c ti o n l im it s

5' typ.

[1] [2]

4. Uppermost partial sections are road transitions.

3. See wall details, Section S, for wall height transitions.

2. Match Existing road cross slopes at 856+70.50 and 869+41.36

1. Mirror cut/fill slopes as needed to match field conditions.

NOTES:

FOOTNOTES:

See also physical data for slope-stake limits staking notes.

Slope varies by station, see cross-sections for more detailed information.

See Sheet C.4 for cut slope rounding details

See Sheet C.4 for fill slope rounding details[5]

[4]

[1]

[2]

NO SCALE

Left lane cross slope transitions from existing (approximately -2.46%) at 856+70.50 to -1.00% at 858+55.85

Left lane cross slope transitions from -1.00% at 868+16.92 to existing (approximately -2.87%) at 869+41.36

Right lane cross slope transitions from existing ( approximately -4.74%) at 856+70.50 to -1.00% at 858+55.85

Right lane cross slope transitions from -1.00% at 868+16.92 to existing (approximately -2.09%) at 869+41.36

12"

:3

S e p te m b e r

T y p ic a l

S e c ti o n s D e e p P a tc h p w w o r k w f l\ d \y e ll ty p .d g n

ROADWAY TYPICAL SECTIONS

PROJECT

C.2

Geogrid, Stabilization (typ.)

Class 1, Woven

Geotextile Filter, with tack coat between lifts depth, placed in two equal lifts

Type 1; 4-inch compacted

Asphalt Concrete Pavement,

10.5 " compacted depth

Aggregate Base Grading D;

Subexcavation limit

Select Borrow

Class 1, Woven

Geotextile Filter, Subexcavation limit

(typ.)

Stabilization

Geogrid, CL

Select Borrow

Abutment

5"10.

11"

10.25"

10.25"

NOTES:

ROAD PROFILE VIEW (CENTERLINE)

APPROACH DEEP PATCH

1:2

NO SCALE

ROAD SECTION VIEW

APPROACH DEEP PATCH

10.5'

Shoulder 2'

10.5' Shoulder 2'

6.5'

4'8.5' ty p

26.5' two layers are not in direct contact.

the lap and the overlaying layer of geotextile-stabilization so that the back below the next layer. Provide 2-inches of select borrow between

Wrap each geotextile-stabilization layer a minimum of 4' horizontally ty p

FOOTNOTES:

1.

[1]

[2]

[1] Aggregate Base Grading D placed at 8" compacted depth at edge of wall.

Aggregate Base Grading D placed at 10.5" compacted depth at roadway centerline.[2]

[2]

2.See Section L for utilities details.

:3

S e p te m b e r

D

E E

P P

A T

C H

R E

P

IR

p w w o r k w f l\ d

\y e ll ty p

D e e p

P a tc h

D G

N

DEEP PATCH REPAIR

PROJECT

C.3 tack coat face.

Vertical saw cut, See Sheet C.1

Proposed pavement structure

Existing roadway

ROUNDING DETAIL

CUT SLOPE

5'

D

S lo p e s ta k e l im it

.2

DD

ROUNDING DETAIL

FILL SLOPE

S lo p e s ta k e l im it

.2

D

C o n s tr u c ti o n l im it

Existing ground

Existing ground

C o n s tr u c ti o n l im it

CONNECTION DETAIL

PAVEMENT

NO SCALE

:0

S e p te m b e r

T y p ic a l

D e ta il s p w w o r k w f l\ d \y e ll ty p .d g n

TYPICAL DETAILS

PROJECT

C.4

:5

S e p te m b e r

S

H E

E T

O

F p w w o r k w f l\ d \y e ll p ln p p q ty

.d g n

PLAN AND PROFILE QUANTITIES

PROJECT

D.1

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER

NORTH EAST

ORTHOMETRIC

ELEVATION

LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION NOTE:

GRHB1 1954054.520 2469675.437 6045.256 44°57'36.102766"N 110°40'55.591989"W 6016.9405 0.999677483 5/8" ir w/fhwa alum cap 1.

GRHB2 1953889.653 2470115.659 6053.454 44°57'34.506947"N 110°40'49.452904"W 6025.1421 0.999676935 5/8" ir w/fhwa alum cap

GRHB3 1952962.773 2470748.647 6072.330 44°57'25.400993"N 110°40'40.555433"W 6044.0345 0.99967581 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM : Wyoming West SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : WY83/2011-WF NSRS11(NAD83/2011) Wyoming, West Zone, US Foot

PROJECT : Gardner High Bridge DATE OF FIELD WORK : May 2021 DATE OF FINAL ADJUSTMENT : May 2021

PROJECT UNITS : US Survey foot

-O ct -2

:1 A

M

C

M yF ile s\

P ro je ct s_ \Y el lo w st o n e\ g a rd n er h ig h b ri d g e\ p w

G a rd n er

H ig h B ri d g e_ co n tr o ls h ee t2 .x ls x]

S h ee t

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

PROJECT

D.2WY NPS YELL 10(26)

SHEET

SURVEY CONTROL

constructed

Line to be Construction limits Construction limits

Existing bridgeabutment

Existing bridge abutment

Existing bridge

To Mammoth To To wer

5 8

N54°31 '02"W

N44°24'05"W

PI 856+79.03

Δ = 10°06'56" (RT)

R = 2,350.00' T = 207.99' L = 414.89'

PI 870+58.17

Δ = 00°18'00" (RT)

R = 95,970.00' T = 251.25' L = 502.51'

P C

.0

5 P T

.9

P C

.9

2471014.7327E= 1952828.4058N=

"MAIN 01"855+00.00

BEGIN PROJECT

2469824.0921E= 1953999.9834N=

"MAIN 01"871+71.84

END PROJECT

G A

R D

N E

R

R

IV

E R

0.0000E= 0.0000N=

856+70.50 "MAIN 01"

BEGIN CONSTRUCTION

0.0000 E=

0.0000N=

869+41.36 "MAIN 01"

END CONSTRUCTION

:2

S e p te m b e r

G a rd n e r

R iv e r

H ig h B ri d g e O v e ra ll P la n p w w o rk w fl \d

\y e ll p ln -p ro .d g n

OVERALL PLAN

GARDNER RIVER HIGH BRIDGE

PROJECT

D.3

EXISTING

BRIDGE

abutment approach

Existing limits

Construction toe of slope

Existing

See S Sheets for details guardwall to be removed

(Guardwall); existing

Removal of Concrete abutment joint asphalt-concrete

Existing

Class A(AE) (Guardwall)

Structural Concrete

Class A(AE) (Guardwall)

Structural Concrete constructed

Line to be pavement

Edge of pavement

Edge of and elevations lines, grades, Match existing

856+70.50

Existing power transformer

Grade break limits

Slope stake

Slope stake limits

Construction limits limits

Construction flowline

Exiting ditch of asphalt

Existing edge gravel edge of

Existing gravel edge of

Existing

See Sheet C.2 patch repair;

Limits of deep

See Section L for utility work

See S Sheets for details guardwall to be removed

(Guardwall); existing

Removal of Concrete

Existing grade

Profile grade

N

PI 856+79.03

Δ = 10°06'56" (RT)

R = 2,350.00' T = 207.99' L = 414.89' e = Match existing

P T

.9

N44°24'05"W

857+00 857+50 858+00 858+50 859+00 859+50

6,064 6,064

6,066 6,066

6,068 6,068

6,070 6,070

6,072 6,072

6,074 6,074

6,076

6,076

6,078 6,078

-4.08%

-2.12%

.8

.5

HLSD = 1461'

K = 61

120' VC

,0

.0

"MAIN 01"

BEGIN CONSTRUCTION

"MAIN 01" 856+70.50

:5

S e p te m b e r

S o u th

B ri d g e A p p ro a c h P la n a n d P ro fi le p w w o rk w fl \d

\y e ll p ln -p ro .d g n

PLAN AND PROFILE

SOUTH BRIDGE APPROACH

PROJECT

D.4

EXISTING

BRIDGE

abutment approach

Existing abutment joint asphalt-concrete

Existing

See S sheets for details guardwall to be removed

(Guardwall);existing

Removal of Concrete

See S sheets for details guardwall to be removed

(Guardwall);existing

Removal of Concrete limits

Slope stake

Slope stake limits

Class A(AE) (Guardwall)

Structural Concrete

Class A(AE) (Guardwall)

Structural Concrete

Construction limits limits

Construction Existing toe of slope

Existing toe of slope asphalt edge of

Existing of asphalt

Existing edge of gravel

Existing edge of gravel

Existing edge

Existing striping

Edge of pavement pavement

Edge of grades, and elevations

Match existing lines, 869+41.36 constructed

Line to be

See Sheet C.2 patch repair;

Limits of deep for utility work

See Section L

Existing grade

Profile grade

PI 870+58.17

Δ = 00°18'00" (RT)

R = 95,970.00' T = 251.25' L = 502.51' e = Match existing

N44°24'05"W

P C

.9

867+50 868+00 868+50 869+00 869+50 870+00

6,042 6,042

6,044 6,044

6,046 6,046

6,048 6,048

6,050 6,050

6,052 6,052

6,054 6,054

6,056 6,056

-2.12%

-1.33%

.1

.4

HLSD = INF'

K = 102

80' VC

.2

"MAIN 01"

"MAIN 01" 869+41.36

END CONSTRUCTION

:4

S e p te m b e r

N o rt h B ri d g e A p p ro a c h P la n a n d P ro fi le p w w o rk w fl \d

\y e ll p ln -p ro .d g n

PLAN AND PROFILE

NORTH BRIDGE APPROACH

PROJECT

D.5

25 50012.525

Scale in feet

BEGIN PROJECT

Construction limits

Proposed guardwall abutment

Existing bridge

S1

S2

S3

S4

S5

"MAIN 01" 855+00

LEGEND:

Temporary Road Disturbance Limits

NOTES:

"Temporary Access Limits" at the South Approach

2. See SCR Section 562. Contractor may disturb up to 8,500 SQFT inside

1. Bridge rehabilitation work from 858+66 to 868+08 not shown.

transformer

Existing power power lines underground

Existing

:0

S e p te m b e r

A

L I-

M A

IN

-0

A C

S h e t] p w w o r k w f l\ d

\y e ll p ln

A

R .d g n

ACCESS LIMITS

SOUTH APPROACH TEMPORARY

PROJECT

E.1

25 50012.525

Scale in feet

END PROJECT

Proposed guardwall

No work area

Construction limits abutment

Existing bridge control, plastic fence

Temporary traffic

N1

N2

N3

N4

N5

N6N7

LEGEND:

"MAIN 01" 871+71.84

Temporary Access Limits

"Temporary Access Limits" at the North Approach.

2. See SCR Section 562. Contractor may disturb up to 8,500 SQFT inside

1. Bridge rehabilitation work from 858+66 to 868+08 not shown.

FOOTNOTES:

[1] will be determined by the CO.

Exact limits of the no work area [1]

:0

S e p te m b e r

A

L I-

M A

IN

-0

A C

-1

S h e t] p w w o r k w f l\ d

\y e ll p ln

A

R .d g n

ACCESS LIMITS

NORTH APPROACH TEMPORARY

PROJECT

E.2

N

15 3007.515

Scale in feet

BEGIN PROJECT

Slope stake limits

Slope stake limits

Construction limits

Fiber rolls

Construction limits

"MAIN 01" 855+00

LEGEND: FOOTNOTES:

Soil Erosion Control, Fiber Roll

1. See Section 562 for sediment and erosion control in Temporary Access areas.

NOTES:

[1] provided for informational purposes only.

Temporary traffic control device and quantity Temporary Access Limits [2]

[2] See E Sheets

:0

O c to b e r

S o u th

A b u tm e n t

E r o s io n C o n tr o l

P p w w o r k w f l\ d \y e ll p ln

E

S C

.d g n

CONTROL PLAN

SOUTH ABUTMENT EROSION

PROJECT

F.1

G P S

G R H B

N

15 3007.515

Scale in feet

Slope stake limits

END PROJECT

No work area

Fiber roll control, plastic fence

Temporary traffic

Construction limits

"MAIN 01" 871+71.84

LEGEND:

Soil Erosion Control, Fiber Roll

[1]

Temporary protection fence

Temporary Access Limits

FOOTNOTES:

[2]

NOTES:

1. See Section 562 for sediment and erosion control in Temporary Access areas.

See E Sheets[2]

[1] will be determined by the CO.

Exact limits of the no work area

:0 c to b e r

N o r th

A b u tm e n t

E r o s io n C o n tr o l

P p w w o r k w f l\ d \y e ll p ln

E

S C

.d g n

CONTROL PLAN

NORTH ABUTMENT EROSION

PROJECT

F.2

Top of bank

Fiber roll

LEGEND:

Soil Erosion Control, Fiber Roll

NOTES:

See Subsection 563.06 lead contaminated material from falling during paint removal.

Provide a negative pressure containment system to contain potential 1.

Scale in feet

15 7.5 0 15 30

G A

R D

IN

E R R

IV

E R

:3

S e p te m b e r

P e d e s ta l R e p a ir

E r o s io n C o n tr o l P p w w o r k w f l\ d \y e ll p ln

E

S C

.d g n

EROSION CONTROL PLAN

PEDESTAL REPAIR

PROJECT

F.3

3'-6"

2" C

2"

2" C

3"

" B2

"2

4" C

3"

14" specific project information background. Adjust text to match

Black border and text on white

Refer to Subsection 107.01A

SWPPP Sign

"8

Outside margin =

"8

Border radius = 1

"8

Border thickness =

:5

S e p te m b e r

S

W W

P D

E T

IL

p w w o r k w f l\ d \y e ll p ln

E

S C

.d g n

SWPPP SIGN DETAIL

PROJECT

F.4 larger than fiber roll

Existing ground (typ.)

ground

Existing soil to match ground level

Backfilled and compacted

Fiber roll

Flow direction

Fiber roll

Slope

Stagger joints (typ.)

along contours

Install fiber rolls on uphill side of fiber roll

Place excavated material wood stakes. See Note 2.

Fiber roll

Slope

1" x 1" wood stake

NO SCALE

NOTE:

2.

1.

fiber roll while staking.

used for permanent installations. Do not crush fiber roll is secure to slope. Live stakes may be from distur bed area s

Direction of runof f

INSTALLATION BEYOND TOE OF SLOPE

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL STAKING DETAIL

FIBER ROLL LAPPING DETAIL

INSTALLATION ALONG SLOPES

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

PLAN

FIBER ROLL SPACING STAKES REQUIRED

and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

ELEVATION

Fi ll slo pe

Direction of runoff

T o e o f fi ll s lo p e disturbed areas

Runoff from

D ire c tio n o f ru n o ff

Fl ow

Pay lim its

Pay lim its sp ac in g ch ar t

S ee F ib er R ol l

Flow fiber roll and space stakes at 4-foot maximum.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

Drive stakes at each end and at 4-foot spacing until ove rlap

12" m in.

1" x 1" or 1" Ø m in m in t o as shown in plans

3' minimum or

3' minimum

Excavate trench 2" 2" minimum

Slope Spacing Fiber roll length for each roll

Stakes required

1:1

1:2

1:3

1:4 or flatter

(FT) (FT)

FIBER ROLL

157-21W

FP-24, FP-14

7/2016

WFL STANDARD

:1

S e p te m b e r

S td W p w w o r k w f l\ d \W

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

F.5

:2

S e p te m b e r

L

.1

T a b u la ti o n o f U ti li ti e s Q u a n ti ti p w w o r k w f l\ d \y e ll u ti l-q ty

.d g n

QUANTITIES

TABULATION OF UTILITIES

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(26) L.1

R Y B

N

Existing transformer Existing buried power lines line(s).

intercept existing power

(Ground Box);

Utility Box, Concrete

(Ground Box)

Utility Box, Concrete intercept existing power line.

(Bridge Box, Stainless);

Utility Box; Pull Boxplace conduit.

Conduit, 4-inch, PVC;

temporary power line relocation

Conduit, 4-inch, Rigid Galvanized Steel;

(Ground Box)

Utility Box, Concrete

(approx. 4-foot depth).

abutment back wall

Pass conduit below existing

10 2000510

Scale in feet

See sheet L.4 guardwall foundation.

Pass conduit 12" below

N44°24'05"W

N intercept existing power line.

(Bridge Box, Stainless);

Utility Box; Pull Box relocation temporary power line

Galvanized Steel;

Conduit, 4-inch, Rigid

(Ground Box)

Utility Box, Concrete

(approx. 4-foot depth).

Pass conuit below abutment back wall

See sheet L.4 guardwall foundation

Pass conduit 12" below intercept existing power line(s).

Utility Box, Concrete (Ground Box);

(Ground Box)

Utility Box, Concrete

10 2000510

Scale in feet place conduit

Conduit, 4-inch, PVC;

Legend:

17"x30"x26" PD style

Utility Box, Concrete (Ground Box);

UL rated 24"x16"x8" NEMA 4x Stainless Steel

Utility Box, Pull Box (Bridge Box, Stainless);

Miscellaneous Future Utility

Proposed Empty Conduit for

N44°24'05"W

SOUTH APPROACH

NORTH APPROACH

FOOTNOTE:

Groundboxes are located underneath bridge deck at finish grade. See Sheet L.4 [1]

[1]

[1]

:0

S e p te m b e r

U ti li ty P p w w o r k w f l\ d

\y e ll p ln u ti l.

d g n

UTILITY PLAN

PROJECT

L.2

L.3

STATE PROJECT

NUMBER

SHEET

D e f a u lt p w w o r k w f l\ d \y e ll

L d e t.

d g n

WY NP YELL 10(26)

:5

S e p te m b e r

B

V in c e

L

J I M

E N

Z

/2

/2

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 305864 NPS Drwg. No. 101/188422

DETAILS

CONDUIT

NO SCALE

FIXED CLAMP

CLAMP

EXPANSION

Conduit spacer galvanized steel " thick 8 for conduit

Clamp sized for expansion conduit to allow larger than

Clamp one size spacer galvanized steel " thick 8

Conduit typ.

stringer, bridge

Existing surface

Bridge finish floor beam

Existing bridge assembly

Conduit hanger assembly

Conduit hanger

Stainless)

(Bridge Box, Pull Box

Utility Box, (Ground Box)

Concrete

Utility Box, existing conduit on bridge.

slope at elevation of

Conduit exits ground on elevation of existing conduit on bridge.

Conduit exits ground on slope at

(Bridge Box, Stainless)

Utility Box, Pull Box

(Ground Box)

Concrete

Utility Box, Steel Conduit

4" Rigid Galvanized max. spacing. Clamp conduit within 3' of fittings.

(see detail this sheet). Space clamps at 5' OC typ.; 10'

Hang conduit on the side of abutment with conduit clamps

This section of conduit buried.

ABUTMENT SECTION VIEW A-A

ABUTMENT PLAN VIEW

max. spacing. Clamp conduit within 3' of fittings.

(see detail this sheet). Space clamps at 5' OC typ.; 10'

Hang conduit on the side of abutment with conduit clamps abutment

Face of concrete

Edge of bridge

ROAD

EXISTING ABUTMENT

EXISTING

BRIDGEAPPROACH

FOOTNOTE:

- Mirror details for opposite end of bridge [1]

A

A pedestals

Truss bearing

BB

2] [

2] [ - See Sheet L.4 for section view B-B min.

3'-3" conduit

Existing 4"

L.4

NUMBER

SHEET

D e f a p w w o r k w f l\ d \y e ll

L d e t.

d g n

WY NP YELL 10(26)

:5

S e p te m b e r

/2

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

- Mirror details for opposite end of bridge [1]

NO SCALE

(Ground Box)

Utility Box,Concrete

Conduit, 4-inch, PVC

CONDUIT SECTION VIEW

NOTES:

conduit and deep patch bottom.

subexcavation. Maintain a minimum of 12" of cover between

For conduit installation, follow the profile of deep patch

See L.2 for conduit plan view see Sheet C.3

Deep patch, Abutment end wall

2.

1.

NPS PMIS No. 305864 NPS Drwg. No. 101/188422

EMPTY CONDUIT SECTION VIEW B-B

m in

L.5

NUMBER

SHEET

D e f a p w w o r k w f l\ d \y e ll

L d e t.

d g n

WY NP YELL 10(26)

:5

S e p te m b e r

V in c e

J I M

E N

Z

/2

/2

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 305864 NPS Drwg. No. 101/188422

PULL BOX DETAILS

6" min.

17"x30"x26" box with traffic rated bolt-down lid.

polymer reinforced concrete pull

PD style, tier 22 loading, precast

Utility conduit geotextile

Separation

SECTION VIEW

INSTALLATION DETAIL

(GROUND BOX)

UTILITY BOX, CONCRETE

Finish grade steel conduit

4" rigid galvanized

(meet UL requirements and NEMA 4x standard) an elastic corrosion resistant gasket or sealer

All conduit entries to be sealed liquid-tight with

BRIDGE SECTION VIEW

INSTALLATION DETAIL

(BRIDGE BOX, STAINLESS)

UTILITY BOX, PULL BOX

access from the underside.

with lid facing downward to with bolt-down lid. Mount

4x stainless steel pull box

UL rated 24"x16"x8" NEMA stringer bridge

Existing

4" conduit

Existing

4" conduit

Existing for nuts both ends.

existing length and thread rod. Cut rod to match

3/8-inch min. dia. hanger conduit hanger

Adjustable stirrup-type beam clamp

Steel center-load stringer

Existing bridge beam bridge floor

Existing access from the underside.

with lid facing downward to with bolt-down lid. Mount

4x stainless steel pull box

UL rated 24"x16"x8" NEMA and NEMA 4x standard) sealer (meet UL requirements corrosion resistant gasket or liquid-tight with an elastic

All conduit entries to be sealed

BRIDGE SIDE VIEW

stringer bridge

Existing parts, right)

(see assembly assebmly

Conduit hanger parts, below)

(see assembly assembly, typ.

Conduit hanger

NO SCALE

m a te r ia l b e d d in g d e th n o m

16" nom.

24" nom.

n o m

4" min.

sides both 12" max.

conduit

Existing 4" steel conduit galvanized

4" rigid

63501-0000 Temporary Traffic Control (LPSM) and maintenance are to be provided by the contractor as part of

1. Additional items required for temporary traffic control implementation

:0

S e p te m b e r

T e m p o ra ry T ra ff ic C o n tr o l

Q u a n ti ti e s

C o p y p w w o r k w f l\ d

\y e ll tt c p p q ty d g n

QUANTITIES

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(26) N.1

Control, Drum

Temporary Traffic Control, Drum

Temporary Traffic

Travel surface Travel surface

Barrier (Concrete)

Control, Portable Traffic

Temporary Traffic

Barrier (Concrete)

Control, Portable Traffic

Temporary Traffic

Travel surface Travel surface

Travel lane Travel laneWork ZoneWork Zone

10' 13'

12'

25'

12'

13' WORK ZONE

10' WORK ZONE

5. Mirror the above details to show opposite-side travel lane and work zone as needed.

needed to complete work.

4. Move temporary traffic control barriers and drums to alternate travel lane and work zone as

Do not pin temporary crash cushions or crash attenuators to the bridge deck.

2. Include TL-2 rated temporary crash cushions or crash attenuators where applicable.

1. Do not pin concrete barriers to the bridge deck, concrete surfaces, or through utilities.

NOTES:

FOOTNOTES:

13' work zone in effect June 1 through November 1.

[1] and whenever Dunraven pass is closed.

10' work zone in effect March 1 through May 31, [2]

13' 10'

BRIDGE TRUSS SECTION VIEW BRIDGE TRUSS SECTION VIEW

25'

Travel lane Travel laneWork ZoneWork Zone

10'

12'

25'

12'

13' WORK ZONE

10' WORK ZONE

13' 10'

2' max. 2' max.

BRIDGE APPROACH SECTION VIEW BRIDGE APPROACH SECTION VIEW

25'

13'

:5 c to b e r

T

T C

S a fe ty C u s h io p w w o r k w f l\ d

\y e ll tt c ty p s e c t.

d g n

TYPICAL SECTIONS

TEMPORARY TRAFFIC CONTROL

PROJECT

N.2

MAMMOTH

a n d G a r d in e r

T o N o r th

E n tr a n c e

Project Limits

GRAND LOOP RD

Overlook

Undine Falls

JUNCTION

TOWER

Silver Gate, and Cody

To Northeast Entrance, (DUNRAVEN PASS)

GRAND LOOP RD

T o C a n y o n J u n ct io n

NORRIS-CANYON ROAD"

OVERSIZE VEHICLES USE

DETOUR: OVERWEIGHT AND

"MAMMOTH TO TOWER

Message Sign;

Portable Changeable

Temporary Traffic Control, R12-5

NORRIS-CANYON ROAD"

OVERSIZE VEHICLES USE

DETOUR: OVERWEIGHT AND

"MAMMOTH TO TOWER

Message Sign;

Portable Changeable

Temporary Traffic Control, NORRIS-CANYON ROAD"

OVERSIZE VEHICLES USE

DETOUR: OVERWEIGHT AND

"TOWER TO MAMMOTH

Message Sign;

Portable Changeable

Temporary Traffic Control, NORRIS-CANYON ROAD"

OVERSIZE VEHICLES USE

DETOUR: OVERWEIGHT AND

"TOWER TO MAMMOTH

Message Sign;

Portable Changeable

Temporary Traffic Control, WEIGHT

LIMIT

XX T

XX T

XX T

ROAD CLOSED

TO

WIDE LOADS

R11-4

R12-5

WEIGHT

LIMIT

XX T

XX T

XX T

ROAD CLOSED

TO

WIDE LOADS

R11-4

R12-5

WEIGHT

LIMIT

XX T

XX T

XX T

ROAD CLOSED

TO

WIDE LOADS

R11-4

N

NO SCALE

NOTES:

temporary traffic control signs updated as needed throughout project duration.

3. Load limits may vary within the duration of project construction. Keep information on

2. See Section 104.08 Load Restrictions for detailed information on allowable bridge loads.

1. Road weight limit is controlled by the load limit of Gardner River Bridge.

of FP-24, the MUTCD, and all special contract requirements.

the contractor to provide effective traffic control that meets the requirements and pertain to the provided traffic control plans. It is the responsibility of

4. All temporary traffic control devices are for informational purposes only

:0

S e p te m b e r

R o a d U s e R e s tr ic ti o n T e m p o ra ry T ra ff ic C o n tr o l

P p w w o r k w f l\ d

\y e ll tt c m a m m o th to w e r .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

ROAD USE RESTRICTION

Sheet 1 of 2

PROJECT

N.3

Project Limits

(DUNRAVEN PASS)

GRAND LOOP RD

GRAND LOOP RD

TOWER JUNCTION

MAMMOTH

T o N o r r is a n d G a r d in e r

T o N o r th

E n tr a n c e

Silver Gate, and Cody

To Northeast Entrance, T o C a n y o n V ill a g e

(nightime closures only)

(x2 Type A warning lights);

(x2) Barricade Type 3;

and

R11-2

ROAD

CLOSED

Overlook

Undine Falls

(nightime closures only)

(x2) Type A warning lights;

(x2) Barricade Type 3;

and

R11-2

ROAD

CLOSED

LOCAL TRAFFIC ONLY

ROAD CLOSED

14 MILES AHEAD

closures only)

(nighttime

R11-3a

N

NO SCALE

NOTES:

of FP-24, the MUTCD, and all special contract requirements.

the contractor to provide effective traffic control that meets the requirements and pertain to the provided traffic control plans. It is the responsibility of

1. All temporary traffic control devices are for informational purposes only

:0

S e p te m b e r

N ig h tt im e R o a d C lo s u re

T e m p o ra ry T ra ff ic C o n tr o l

P p w w o r k w f l\ d

\y e ll tt c m a m m o th to w e r .d g n

PLAN

TEMPORARY TRAFFIC CONTROL

NIGHTTIME ROAD CLOSURE

PROJECT

N.5

WORK

ZONE

SPEED

LIMIT

LIMIT

SPEED

SPEED

LIMIT

Project limits

SPEED

LIMIT

(Staging area)

Overlook

Undine Falls

(open)

Temporary North Entrance Road

Closed to through traffic

WORK

ZONE

SPEED

LIMIT

LIMIT

SPEED

NOTES:

NO SCALE

R2-1

R2-1

G20-5aP

W3-5

R2-1

Mammoth of FP-24, the MUTCD, and all special contract requirements.

the contractor to provide effective traffic control that meets the requirements and pertain to the provided traffic control plans. It is the responsibility of

All temporary traffic control devices are for informational purposes only 1.

G ra d o o p

R o a d

G rand Loop Road

G a rd n e r R iv e r

Gl en C re ek

G a rd n e r R iv e r

Lava Creek

R2-1

G20-5aP

W3-5

:3

A u g u s t

T

E M

P O

R A

R Y

T R

A F

F

IC

C O

N T

R O

L S

P E

E D

R E

D U

C T

IO

N

S

IG

p w w o r k w f l\ d

\y e ll p ln tt c s p e e d r e d u c ti o n

.d g n

SPEED REDUCTION SIGNS

TEMPORARY TRAFFIC CONTROL

PROJECT

N.6

Crash Cushion

Temporary Traffic Control, Portable Traffic Barrier (Concrete)

Temporary Traffic Control, Existing bridge

Deck joint at abutment edge

10-foot spacing

Temporary Traffic Control, Drum;

10' min. travel way 10' min. travel way

Work Zone Work Zone

ROAD WORK

END

STOP

HERE ON

RED

ONE LANE

ROAD

AHEAD

MPH

WORK

ROAD

AHEAD

NARROWS

ROAD

30 6001530

Scale in feet

N

30 6001530

Scale in feet

N

40' to sign al

Stop b ar

50'

Taper Channe lizer

127'

Taper barr ier at 1:12 barrier turning p oint

20' min. sawcut line to

10' min. travel way for sig n spac ing ta ble

See s tanda rd det ail 63

5-9 (Concrete)

Portable Traffic Barrier

Temporary Traffic Control, 20-foot spacing

Tubular Marker, Type 42-inch;

Temporary Traffic Control, Traffic Signal System

Temporary Traffic Control, temporary stop bar

Pavement Markings; install

Temporary Traffic Control, G20-2

W20-1

W20-4

W3-3 R10-6

W13-1P

Work Zone

W5-1

NOTES:

closure similar. See Sheets N.10 - N.15 for sign spacing and installation details.

Plans show location of temporary traffic control for west lane closure, east lane 1.

Attenuators/crash cushions must meet TL-2 standard. 2.

3.

4.

Limit attenuators/crash cushions to a maximum width of 2.5 feet.

Do not anchor barriers or attenuators/crash cushions to bridge deck. of FP-24, the MUTCD, and all special contract requirements.

the contractor to provide effective traffic control that meets the requirements and pertain to the provided traffic control plans. It is the responsibility of

All temporary traffic control devices are for informational purposes only 6.

5.

through subsurface utilities or concrete surfaces.

Anchor a minimum of one section of concrete barrier in taper zones. Do not place anchors

:2 c to b e r

S o u th

A p p ro a c h T e m p o ra ry T ra ff ic C o n tr o l

P p w w o r k w f l\ d

\y e ll p ln tt c .d g n

PLAN

TEMPORARY TRAFFIC CONTROL

SOUTH APPROACH

PROJECT

N.7

Temporary Traffic Control, Pavement Markings;

install temporary stop bar

Temporary Traffic Control, Traffic Signal System

Work Zone

Temporary Traffic Control, Portable Traffic Barrier (Concrete)

Temporary Traffic Control, Tubular Marker, Type 42-inch;

20-foot spacing

STOP

HERE ON

RED

ONE LANE

ROAD

AHEAD

MPH

WORK

ROAD

AHEAD

ROAD WORK

END

NARROWS

ROAD

W20-1

W13-1P

W5-1

R10-6

W20-4

G20-2

See standard detail 635-9 for sign spacing table turning point line to barrier

20' min. sawcut

217' 50' 40'

Taper barrier at 1:12 Taper

Channelizer to signal Stop bar travel way 10' min.

W3-3

Temporary Traffic Control, Portable Traffic Barrier (Concrete)

Existing bridge

Temporary Traffic Control, Drum;

10-foot spacing

Temporary Traffic Control, Crash Cushion

Deck joint at abutment edge

30 6001530

Scale in feet

N

30 6001530

Scale in feet

N

Work Zone Work Zone

10' min. travel way 10' min. travel way

NOTES:

closure similar. See Sheets N.10 - N.15 for sign spacing and installation details.

Plans show location of temporary traffic control for west lane closure, east lane 1.

Attenuators/crash cushions must meet TL-2 standard. 2.

3.

4.

Limit attenuators/crash cushions to a maximum width of 2.5 feet.

Do not anchor barriers or attenuators/crash cushions to bridge deck. of FP-24, the MUTCD, and all special contract requirements.

the contractor to provide effective traffic control that meets the requirements and pertain to the provided traffic control plans. It is the responsibility of

All temporary traffic control devices are for informational purposes only 6.

5.

through subsurface utilities or concrete surfaces.

Anchor a minimum of one section of concrete barrier in taper zones. Do not place anchors

:2 c to b e r

N o rt h A p p ro a c h T e m p o ra ry T ra ff ic C o n tr o l

P p w w o r k w f l\ d

\y e ll p ln tt c .d g n

PLAN

TEMPORARY TRAFFIC CONTROL

NORTH APPROACH

PROJECT

N.8

20 4001020

Scale in feet

(To remain open to the public)

Undine Falls Overlook of pavement

Existing edge

Existing pavment striping

2 miles to Gardner River Bridge;

To Mammoth

To Tower

(Concrete)

Portable Traffic Barrier

Temporary Traffic Control, Tubular Marker, Type 42-inch

Temporary Traffic Control, GRAND LOOP ROAD

Existing barrier

Temporary

Traffic Control, Barricade Type 2

Temporary Traffic Control, Barricade Type 3

Staging Area

R9-9 m in

' 3

165°150°

SIDEWALK

CLOSED

NOTES:

of FP-24, the MUTCD, and all special contract requirements.

the contractor to provide effective traffic control that meets the requirements and pertain to the provided traffic control plans. It is the responsibility of

All temporary traffic control devices are for informational purposes only 1.

:3

A u g u s t

U n d in e F a ll s P a rk in g T e m p o ra ry T ra ff ic C o n tr o l

P p w w o r k w f l\ d

\y e ll p ln tt c .d g n

PLAN

TEMPORARY TRAFFIC CONTROL

UNDINE FALLS PARKING

PROJECT

N.9

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

C as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

name of the road on which the construction does occur (applies to major construction work occurs, include a supplementary plaque indicating the If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

Maintain two-way traffic during all non-work hours except as approved.

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

and details in this traffic control plan as necessary to accommodate actual applicable to this project. The Contractor may add or delete information Not all details shown on the temporary traffic control sheets may be

Erect all project advance warning signs before starting construction work.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, nearest whole mile.

at each end of the project. Show the distance on the G20-1 sign to the

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

2/2024

FLH STANDARD

:0

S e p te m b e r

S td p w w o rk w fl \d

\S td

-1 .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

N.10

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

NO

CENTER

LINE

NO

CENTER

LINE

PASS

WITH

CARE

DO

NOT

PASS

NO

CENTER

LINE

NO

CENTER

LINE

NO

PASSING

ZONE

NO

PASSING

ZONE

PASS

WITH

CARE

DO

NOT

PASS

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

PASS

WITH

CARE

NO

PASSING

ZONE

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow cycle length

40' 500'

500' cycle length

40' 500'

500' cycle length

40' 500'

500' for temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500 ft, reduce cycle length to 20 ft.

NOTE:

6.

5.

4.

3.

2.

1.

PROJECT LIMITS

Two-way traffic

Passing zone both directions

DETAIL A

PROJECT LIMITS

Two-way traffic

No Passing zone one direction

DETAIL B

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

Two-way traffic

No Passing zone both directions

DETAIL C

provide additional delineation.

this drawing. Optionally use the vehicle positioning guides to unmarked up to 14 days when providing signs according to

The pavement on two- or three-lane roads may remain for each direction of travel.

Use permanent markings plan to determine no passing zones been installed at the upstream end of the zone.

of a no-passing zone only if a DO NOT PASS (R4-1) sign has

Use the PASS WITH CARE (R4-2) sign at the downstream end

W8-12

W8-12

R4-1

See Note 6

R4-2 W8-12

(optional)

W14-3

(optional)

W14-3

R4-1See Note 6

R4-2 W8-12

W8-12 R4-1

See Note 6

R4-2 (optional)

W14-3

W8-12

See Note 2

See Note 2

See Note 2

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

635-3

:5

S e p te m b e r

S td p w w o r k w f l\ d \S td .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

N.11

Traffic flow on the bridge deck.

* Use 10 feet spacing for channelizing devices placed

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 stored in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD display the name of the Contractor on the pilot car.

sign at a conspicuous location on the rear of vehicle. Prominently

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) conditions as approved.

Final location and spacing of devices may be changed to fit field to those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar

6.

5.

4.

3.

2.

1.

(optional)(optional) not the advisory speed.

** Approach speed based on the regulatory posted speed, NOTE:

SIGN SPACING TABLE

LENGTH AND SPACING TABLE*

50' - 100' 50' - 100'

See Note 5

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED**

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

SIGNS IN FEET

FEET

SPACING IN FEET

MPH

:2 c to b e r

S td p w w o r k w f l\ d \S td .d g n

FLAGGERS)

SINGLE LANE CLOSURE LAYOUT (WITH

TEMPORARY TRAFFIC CONTROL

PROJECT

N.12 not the advisory speed.

Approach speed based on the regulatory posted speed, **

Traffic flow

Traffic flow

ROAD WORK

END

STOP

HERE ON

RED

xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

STOP

HERE ON

RED

ROAD WORK

END

(optional) light warning

Type B

See Note 5

STOP LINE

See Note 5

STOP LINE

See Note 2

Temporary traffic signal

See Note 2

Temporary traffic signal

Channelizing devices the bridge deck.

* Use 10 feet spacing for channelizing devices placed on it has two signal faces that are at least 8 feet apart and meets the other

50' - 100'50' - 100'

40' - 180'

See Note 7

10' min.

40' - 180'

NOTE:LENGTH AND SPACING TABLE*

SIGN SPACING TABLE

8.

7.

6.

5.

4.

3.

2.

1.

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to those the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD WORK be used for stop lines and no-passing pavement markings.

stop line that comply with the MUTCD. Removable pavement markings may the work space and the stop line. Add no-passing lines in advance of the

Remove existing conflicting pavement markings and raised markers between

For paved roadway surfaces, install stop lines complying with the MUTCD.

qualified engineer.

approved. If signals are moved, determine revised signal timing using a

Final location and spacing of devices may be changed to fit field conditions as or automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually requirements of the MUTCD. Establish signal timing using a qualified

Install and operate temporary traffic control signals in accordance with the requirements of the MUTCD.

See Note 6

G20-2

W3-3

R10-6

See Note 6

W20-1 W20-4

(optional)

W13-1P

(optional)

W1-4R

R10-6

See Note 6

G20-2

(See Length and Spacing Table) VARIABLE TERMINATION AREA

ABUFFER SPACE TAPER AREA

(optional)

WORK SPACE

(optional)

BUFFER SPACETAPER AREAABC

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 5 Device spacing

Spacing Table)

(See Length and

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED**

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

ROAD TYPE

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

SIGNS IN FEET

MPH

FEET

SPACING IN FEET

:3 c to b e r

S td p w w o r k w f l\ d \S td .d g n

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

PROJECT

N.13

Traffic flow

LENGTH AND SPACING TABLE*

pavement markings

Remove…